Zilla Parishad Tender
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Zilla Parishad - ZP Tender
Civil And Construction
Civil Works Others
Eprocure
Opening Date23 Aug 2024
Closing Date31 Aug 2024
Tender Amount₹ 3,99,477.93 This is an estimated amount, exact amount may vary.
Costs
EMD
₹ 10,000Document Cost
₹ 2,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_ZPHD_738508_7Bid Award Id
ViewTender No
e-NIT No 15 of 2024-2025Tender Authority
Zilla Parishad ViewPurchaser Address
-Website
http://http://paschimbardhaman.co.in/
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Documents
BOQ Items
Brick work with 1st class bricks in cement morter (1:6), (a) In foundation and plinth
3.49
16626
4766.81
Brick work with 1st class bricks in cement morter (1:6), (b) In superstructure
10.75
53640
4989.81
Hire and labour charges for shuttering with centering and necessary staging upto 4 mtr hight using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams,columns, lintels curved or straight in ground floor.25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In-Charge. [Pg-42,It-36]
55.2
18105
328
Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes. Pakur Variety. [As per attached analysis]
5.43
28421
5232.83
Reinforcement for reinforced concrete in all sorts of structure including distribution bars stirrups, binders, etc. including supply of rods initial straighteining and removal of loose rast cutting to requsite length. hooking and bending etc. all complete
Other than SAIL/TATA/RINL [As per attached analysis]
0.43
23233
54487.22
M.S. structural works in roof trusses with tubular sections conforming to IS: 806-1957 & IS: 1161- 1958 cnnected to one another with bracket, gusset cleats as per design, direction of Engineer-in-charge complete including cutting to requisite size, fabrication with necessary metal arc welding conforming to IS: 816-1956 & IS: 9595 using electrodes of approved make and brand conforming to IS:814- 1957, haulage, hoisting and erection all complete. The rate includes the cost of rolled steel section, consumables such as electrodes, gas and hire charge of all tools and plants and labour reqired for the work including all incidental chages such as electricity charges, labour insurance charges etc.Payment to be made on the basis of calculated weight of structural tubular memebrs as specified in relevent IS code in finished work.Payment for gusset, bracket, cleat may be made by adding the actual weight of such items with weight of finished structural members. The rates are considered for a height of erection 8 m. / 2nd floor level from the ground. Add 1.5 % extra over the rate for each additional floor or 4m. beyond the initial 8 m. or part thereof For trusses spanning up to 12.00 m. [Pg-100,It-2]
1.49
108864
72951
Supplying, fitting & fixing Zn-Al alloy (55% Al & 45% Zn) coating of 150 grams per sq. metre (followed by colour coated on both side) steel sheet work having minimum yield strength of 550 Mpa of trapizoidal profile of approved make (excluding the supporting frame work) fitted and fixed with 55 mm & 25 mm self tapping screw, EPDM Washer 16 mm dia & 3 mm th. washer etc. complete with 150 mm end lap and one corrugation minimum side lap. (Payment to be made
on area of finished work). (i) In Roof:- a) With 0.5 mm thick sheet [Pg-83,It-14]
51.3
45964
896
Galvanised iron sheet ridging fitted with necessary bolts, screws, washers etc complete.(225mm end lapping) 300 mm lapping each way, With 0.80 mm sheet. [Pg-81,It-10]
12.5
5612
449
Galvanised iron sheet eaves gutter fitted and fixed with necessary 50 mm X 6 mm M.S flat bar clamps bent to design, bolts, nuts, washers etc. complete. Eaves gutter made of 0.63 mm. sheets.(300mm End lapping)
300 mm. wide gutter [Pg-82,It-11]
12.5
5025
402
18 mm. to 22 mm. thick, kota stone slab set in 20 mm thick (avg) cement mortar (1:4) in floor, stair & lobby including pointing in cement slurry with admixture of pigment matching the stone shade, including grinding & polishing as per direction of Engineer - in - charge to match with the existing work. [Slurry for bedding @ 4.4 kg/Sq.m and pointing @2.0 kg/Sq.m] [Pg-54,It-17]
45
45180
1004
Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (Ground floor). [Excluding cost of chipping over concrete surface] 20 mm 1:6 cement morter
32.75
4963
151.57
15 mm thick 1:6 cement morter
28.85
3857
133.71
Applying decorative cement based paint of approved quality after preparing the surface including scraping the same thoroughly (plastered or concrete surface) as per manufacturer's specification. In Ground floor:, Two coats. Total Plastered area
61.6
3018
49
(b) Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc.
26.84
778
29
(A) Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. including using of approved putty etc. on the surface, if necessary : (b) On steel or other metal surface : With other than hi-gloss of approved quality - (iv) Two coats (with any shade except white)
26.84
2120
79
Earthwork in filling in foundation trenches or plint with good earth in layers not exceeding 15cm including watering and ramming etc. layer by layer complete ( payment to be made on the basis of measurement of finished quantity) [Pg-1,It-3]
a) With earth obtained from excavation of foundation
22.77
1765
77.54
Add GST, as applicable @ 18%
1
75405
75405.01
Add Labour welfare cess @ 1%
1
4942
4942.41
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